Fig. 23
From: Experimental and Numerical Assessment of Reinforced Concrete Beams with Disturbed Depth
Numerical analysis of RC unequal depth beam with variable width: a cross section details at depth t; b cross-section details at depth hn; c contour lines of tensile stresses from FEA model of beam B2 showing ld with shear concentration; d contour lines of tensile stresses in beam B2 with enlarged width over ld and the right side of the applied load location; e load–deflection response.